Common anchor load tests include pullout tests performed on sacrificial preproduction anchors and creep performance and proof tests performed the production anchors.
通用锚杆荷载试验包括对保护性试制锚杆进行的拉拔试验以及对锚杆成品进行的徐变、性能和验证试验。
Load a picnic and a cool-box of beer and wine, and set off through the scattered islets. Drop anchor somewhere remote and dive off the deck for a swim.
想看一看历代渔民和海盗生活的地方，你可以去租一条船，带上野餐、冰啤酒和葡萄酒，驶过星星点点的小岛，在遥远的地方抛锚，跳下甲板去洗个澡。
Performance tests consist of incremental loading and unloading of anchors to verify sufficient capacity to resist the test load verify the free length and evaluate the permanent set of the anchor.
性能试验应包括渐进式装卸锚杆，以验证锚杆有足够的能力抵抗试验荷载，确认自由长度，并估算锚杆的永久变形量。
From test, the relationship of cable free end, anchor pier, foundation deformation and cable creep with load is revealed and rational design force for anchorage cable is proved.
通过试验，掌握了锚索自由端、锚墩和基础变形以及锚索徐变度与荷载的关系，验证了锚索设计吨位的合理性。
The paper analyzes mechanism of action and load transfer under group anchor, calculates load transfer-displacement by shearing displacement-transfer function method.
通过对群锚作用下的作用机理、荷载传递进行分析，使用剪切位移—传递函数法进行荷载传递位移计算。
Concrete intensive grade is C25, the main variable parameters such as initial load and load history, CFRP amount, reinforcement ratio, anchor measure was adopted.
试验采用的混凝土强度等级为C25，主要变化参数为初始荷载及加载历史、CFRP加固量、纵筋配筋率、锚固措施等。
After some analyses of load transfer behavior of anchor rod, and based on the results of field test, a type of technique of removable anchor for which the pull rod can be removed, is proposed.
通过对锚杆荷载传递特性的分析和在现场原型试验研究的基础上，提出了一种仅拆除拉杆材料的可拆型锚杆技术。
The prestressed anchor is anchored in rock, making whole structure to stand against soil press of upside and other load.
预应力锚杆（索）则将此准刚性滑坡体锚固于稳定基岩中，使整个结构抵抗上部传来的土压力和其他附加荷载。
When the load is becoming larger, the soil bearing press capacity will weaken after the soil enters the plastic state, thus the effect of the anchor pile will be little, so it can be neglected.
当荷载不断增大，土体进入塑性状态后，土层承压能力减弱，锚桩的影响将很小，可以忽略。
The ground anchoring technology with the reamed end on bottom, which ACTS as a effective method to increase the load - carrying capacity of ground anchor, is drawn more and more attention.
锚固力是土锚重要的工作特性指标，端头扩大型土层锚杆技术作为提高锚固力的一种有效手段越来越得到人们的重视。
Initial prestress, length of free-segment of anchor cable and the load value determine contribution value and action occasion of the anchor cable and tunnel anchorage.
岩锚初始预应力、自由段长度、外部荷载量值控制着锚索及锚碇在锚碇系统中参与的荷载贡献值和作用时机。
Abstract: the movement characters under the ocean environment condition for single point mooring system (SPM) and the factors affect the anchor mooring linear load of SPM a re discussed in this paper.
文摘：讨论了单点系泊在海洋环境条件作用下的运动特征以及影响单点系泊系统锚泊线载荷的因素。
To study the reinforcement mechanism of the rock anchor, the test model was made simulating the real conditions and the pull test was done under the static load.
为研究钢管岩石锚杆的锚固机理，模拟实际情况制作试验模型并进行了静载作用下模型的拉拔试验。
As a large inertia, large elasticity and variable load control system, all the currently control systems is not fitting the anchor chains tension tester.
对于锚链拉力试验机这种大惯量、大弹性、变刚度负载的系统，一般的控制系统都不太适合。
This makes known that the main load is borne by prestress cables, but the action of steel bars and affect of temperature stress should not be ignored in a pressure tunnel with circular anchor p...
表明在环锚预应力衬砌的压力隧洞中，主要荷载由预应力承担，但钢筋的作用及温度应力的影响是不可忽视的。
The effect of pre stress depends on the load that the anchor heads allow.
预应力的效果取决于锚具所能承受的荷载。
With the increase of the anchor length, the critical load bearing of the anchor is increased, and the yielding displacement is decreased.
随着锚杆长度的增大，锚杆的极限承载力相应增大，同时屈服位移量也相应降低。
Based on indoor drawing test with thread GFPSN and smooth surface GFPSN, the mechanical characteristics of GFPSN under drawing load are analyzed by taking mortar as the anchor body.
对螺纹状和光面两种不同表面特性的GFPSN进行了室内拉拔试验，以砂浆为锚固体，研究了室内拉拔试验中GFPSN承受拉拔荷载的力学特性。
Sash Girder structures placed on slope face can induce self bearing capacity of soil, share partial load carried by anchor group and improve slope stability.
坡面施加格子梁结构可调动坡面更大范围岩土体发挥自承能力，分担锚索承担的部分荷载，改善边坡的稳定性。
The bond prestressed anchor ropes have been used in slope engineering, however, the mechanism of load transfer of bond section is not clearly seen.
在边坡工程中大量使用胶结式预应力锚索，但对其作用机制方面研究还很少，特别是关于锚固段的荷载传递特性还存在很多模糊认识。
The bond prestressed anchor ropes have been used in slope engineering, however, the mechanism of load transfer of bond section is not clearly seen.
在边坡工程中大量使用胶结式预应力锚索，但对其作用机制方面研究还很少，特别是关于锚固段的荷载传递特性还存在很多模糊认识。
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